slope inspection sheet - jicaresidencial / hotel / commercial /hospital / factory /school / others...
TRANSCRIPT
DB - 162
Slope ID 6 Date 9/7/2003
Sketch
Remarks
-Any traces of collapse are not found on the slope. -There are some drainage system in the barrio.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-4
P-1
P-2P-3
DB - 163
Slope ID 6 Date 9/7/2003
Photograph
P-1 View of South part of the slope
P-3 View of the center of the slope
P-2 View of North part of the slope
P-4 View of South part of the slope
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
DB - 164
1 SLOPE FAILURE SHEET 4 / 4Slope ID 6 Date 9/7/2003
Condition of Slope Tick OneYes 2No 0Yes 1No 0Yes 1No 0Yes 1No 0
3024201030262010
Conspicuous 8Slightly 4No Swelling Clay 0Conspicuous 8Slightly 4No Available 0
Dip Slope (Bedding, Weak Plane) 8640
Slope Deformation Clear 10Obscure 8No Slope Deformation 0
Slope Deformation at adjacent slope Clear 5Obscure 3No Slope Deformation 0
Unstable 8Moderate 6Stable 0Natural water spring 8Water seepage 4Dry 0No-vegetation, Grassland 4Complex (Grass, Structure) 3Structure 1Available (Good) 0
3Not Available 6
Score 57
Countermeasure Tick One
-20-100
Hazard Score 57
Not effective or nothing
EffectivePartially effective
Deformation
Surface DrainageAvailable (Need Repair)
Alluvium Slope
Trace of Collapse
Clear Knick Point or Overhang
Concave Slope or Debris Slope
Surface Condition
15 m ≦ H < 30m
15m ≦H<30m, i ≦45 deg
SLOPE INSPECTION SHEET
Topography
A : Soil Character Swelling Clay Contents
B : Rock Quality Sheared Rock or Weathered Rock
Material Select A and B
H <15m
Type of Disaster Slope Failure. / Landslide
Geometry Select A or B
A : Soil Slope H : Height i : Angle of Slope
Cover
Hard Rock over Weak Rock
Condition of Surface
Ground Water
Rockfall. Collapse, Crack, Sw elling, Other deformation
GeologicalStructure
Gully Erosion, Rill Erosion, Mass Erosion, Fretting Erosion,Rockfall, Exfoliation, Sw elling
H>30mH≦30m, i > 45 deg
B : Rock Slope H : Height
Soft Soil over Base Rock
Others
H<15m, i ≦45 degH > 50m
30 m ≦ H < 50m
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
DB - 165
Type of Disaster Municipality SUCRE (El Marques)
Slope ID 7
Date Checked 28/7/2003 Data Inspected 9/7/2003Checked by Fumihiko Yokoo Inspected by Takashi HaraVegetation /Cultivation Primary Forest / Trees / Grass / Others
Partically TreesResidencial / Hotel / Commercial /Hospital / Factory /School / Others
Location Map (1:5,000)
SLOPE INSPECTION SHEET
SHEET 1 / 4
ProposedCountermeasure
General Slope Data
Disaster RecordNo Records
Slope Failure / Landslide
Target ofPreservation
ExistingCountermeasure
Cost Estimation
Quantity Unit Rate Amount
Shotcrete work + Concrete Wall
Hazard Score 46 Comment: The slope that is put some countermeasure is stab le. There is thepossib le that small collapse occur on the outcrops slope.
Slope7
DB - 166
Slope ID 7 Date 9/7/2003
Sketch
Remarks
-The slope is consisted of weathered schist.-There are no deformation on the existing countermaesures and road.-Small collapses are found on the surface of the cut slope.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-1
P-3
P-2
DB - 167
Slope ID 7 Date 9/7/2003
Photograph
P-1 Situation of the cut slope (South part of the slope)
P-3 Outcrops (Weathered Shisit)P-2 Existing Countermeasure
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
DB - 168
1 SLOPE FAILURE SHEET 4 / 4Slope ID 7 Date 9/7/2003
Condition of Slope Tick OneYes 2No 0Yes 1No 0Yes 1No 0Yes 1No 0
3024201030262010
Conspicuous 8Slightly 4No Swelling Clay 0Conspicuous 8Slightly 4No Available 0
Dip Slope (Bedding, Weak Plane) 8640
Slope Deformation Clear 10Obscure 8No Slope Deformation 0
Slope Deformation at adjacent slope Clear 5Obscure 3No Slope Deformation 0
Unstable 8Moderate 6Stable 0Natural water spring 8Water seepage 4Dry 0No-vegetation, Grassland 4Complex (Grass, Structure) 3Structure 1Available (Good) 0
3Not Available 6
Score 56
Countermeasure Tick One
-20-100
GeologicalStructure
Gully Erosion, Rill Erosion, Mass Erosion, Fretting Erosion,Rockfall, Exfoliation, Sw elling
H>30mH≦30m, i > 45 deg
B : Rock Slope H : Height
Soft Soil over Base Rock
Others
H<15m, i ≦45 degH > 50m
30 m ≦ H < 50m
Cover
Hard Rock over Weak Rock
Condition of Surface
Ground Water
Rockfall. Collapse, Crack, Sw elling, Other deformation
SLOPE INSPECTION SHEET
Topography
A : Soil Character Swelling Clay Contents
B : Rock Quality Sheared Rock or Weathered Rock
Material Select A and B
H <15m
Type of Disaster Slope Failure. / Landslide
Geometry Select A or B
A : Soil Slope H : Height i : Angle of Slope
Deformation
Surface DrainageAvailable (Need Repair)
Alluvium Slope
Trace of Collapse
Clear Knick Point or Overhang
Concave Slope or Debris Slope
Surface Condition
15 m ≦ H < 30m
15m ≦H<30m, i ≦45 deg
Hazard Score 46
Not effective or nothing
EffectivePartially effective
a
aa
a
a
a
a
a
a
a
a
a
a
a
a
a
DB - 169
Type of Disaster Municipality SUCRE (El Marques)
Slope ID 8
Date Checked 28/7/2003 Data Inspected 9/7/2003Checked by Fumihiko Yokoo Inspected by Takashi HaraVegetation /Cultivation Primary Forest / Trees / Grass / Others
Residencial / Hotel / Commercial /Hospital / Factory /School / Others
Location Map (1:5,000)
Concrete Wall + Anchor work
Hazard Score 23 Comment: A lmost all slope behind houses are put some countermeasures,and any deformations are not found on the slope.
Cost Estimation
Quantity Unit Rate Amount
SLOPE INSPECTION SHEET
SHEET 1 / 4
ProposedCountermeasure
General Slope Data
Disaster RecordNo Records
Slope Failure / Landslide
Target ofPreservation
ExistingCountermeasure
Slope8
DB - 170
Slope ID 8 Date 9/7/2003
Sketch
Remarks
-Almost all slope behind the houses are put some countermeasures.-Any deformations are not found on these countermeasures.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-1
P-2P-3
P-4
DB - 171
Slope ID 8 Date 9/7/2003
Photograph
P-1 View of West part of the slope
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
(Concrete Wall+Anchor work)
P-2 Existing Countermeasure (Concrete Wall)
P-3 Existing Countermeasure (Concrete Wall) P-4 Existing Countermeasure
DB - 172
1 SLOPE FAILURE SHEET 4 / 4Slope ID 8 Date 9/7/2003
Condition of Slope Tick OneYes 2No 0Yes 1No 0Yes 1No 0Yes 1No 0
3024201030262010
Conspicuous 8Slightly 4No Swelling Clay 0Conspicuous 8Slightly 4No Available 0
Dip Slope (Bedding, Weak Plane) 8640
Slope Deformation Clear 10Obscure 8No Slope Deformation 0
Slope Deformation at adjacent slope Clear 5Obscure 3No Slope Deformation 0
Unstable 8Moderate 6Stable 0Natural water spring 8Water seepage 4Dry 0No-vegetation, Grassland 4Complex (Grass, Structure) 3Structure 1Available (Good) 0
3Not Available 6
Score 43
Countermeasure Tick One
-20-100
Hazard Score 23
Not effective or nothing
EffectivePartially effective
Deformation
Surface DrainageAvailable (Need Repair)
Alluvium Slope
Trace of Collapse
Clear Knick Point or Overhang
Concave Slope or Debris Slope
Surface Condition
15 m ≦ H < 30m
15m ≦H<30m, i ≦45 deg
SLOPE INSPECTION SHEET
Topography
A : Soil Character Swelling Clay Contents
B : Rock Quality Sheared Rock or Weathered Rock
Material Select A and B
H <15m
Type of Disaster Slope Failure. / Landslide
Geometry Select A or B
A : Soil Slope H : Height i : Angle of Slope
Cover
Hard Rock over Weak Rock
Condition of Surface
Ground Water
Rockfall. Collapse, Crack, Sw elling, Other deformation
GeologicalStructure
Gully Erosion, Rill Erosion, Mass Erosion, Fretting Erosion,Rockfall, Exfoliation, Sw elling
H>30mH≦30m, i > 45 deg
B : Rock Slope H : Height
Soft Soil over Base Rock
Others
H<15m, i ≦45 degH > 50m
30 m ≦ H < 50m
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
DB - 173
Type of Disaster Municipality SUCRE (El Marques)
Slope ID 9
Date Checked 28/7/2003 Data Inspected 9/7/2003Checked by Fumihiko Yokoo Inspected by Takashi HaraVegetation /Cultivation Primary Forest / Trees / Grass / Others
Residencial / Hotel / Commercial /Hospital / Factory /School / Others
Location Map (1:5,000)
SLOPE INSPECTION SHEET
SHEET 1 / 4
ProposedCountermeasure
General Slope Data
Disaster RecordNo Records
Slope Failure / Landslide
Target ofPreservation
ExistingCountermeasure
Cost Estimation
Quantity Unit Rate Amount
Nothing
Hazard Score 62 Comment: The direction of geological structure dip aginst slope direction.Therefore, small collapse shall be easy to occure on the slope.
Slope9
DB - 174
Slope ID 9 Date 9/7/2003
Sketch
Remarks
-The slope is consisted of weathered schist.-The direction of the geological structure dip against the slope direction steeply.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-1 P-3P-2 P-4
DB - 175
Slope ID 9 Date 9/7/2003
Photograph
P-1 View of North part of the slope
P-3 Outcrops (Weathered mica schist)
P-2 View of South part of the slope
P-4 Surface collapse
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
DB - 176
1 SLOPE FAILURE SHEET 4 / 4Slope ID 9 Date 9/7/2003
Condition of Slope Tick OneYes 2No 0Yes 1No 0Yes 1No 0Yes 1No 0
3024201030262010
Conspicuous 8Slightly 4No Swelling Clay 0Conspicuous 8Slightly 4No Available 0
Dip Slope (Bedding, Weak Plane) 8640
Slope Deformation Clear 10Obscure 8No Slope Deformation 0
Slope Deformation at adjacent slope Clear 5Obscure 3No Slope Deformation 0
Unstable 8Moderate 6Stable 0Natural water spring 8Water seepage 4Dry 0No-vegetation, Grassland 4Complex (Grass, Structure) 3Structure 1Available (Good) 0
3Not Available 6
Score 62
Countermeasure Tick One
-20-100
GeologicalStructure
Gully Erosion, Rill Erosion, Mass Erosion, Fretting Erosion,Rockfall, Exfoliation, Sw elling
H>30mH≦30m, i > 45 deg
B : Rock Slope H : Height
Soft Soil over Base Rock
Others
H<15m, i ≦45 degH > 50m
30 m ≦ H < 50m
Cover
Hard Rock over Weak Rock
Condition of Surface
Ground Water
Rockfall. Collapse, Crack, Sw elling, Other deformation
SLOPE INSPECTION SHEET
Topography
A : Soil Character Swelling Clay Contents
B : Rock Quality Sheared Rock or Weathered Rock
Material Select A and B
H <15m
Type of Disaster Slope Failure. / Landslide
Geometry Select A or B
A : Soil Slope H : Height i : Angle of Slope
Deformation
Surface DrainageAvailable (Need Repair)
Alluvium Slope
Trace of Collapse
Clear Knick Point or Overhang
Concave Slope or Debris Slope
Surface Condition
15 m ≦ H < 30m
15m ≦H<30m, i ≦45 deg
Hazard Score 62
Not effective or nothing
EffectivePartially effective
a
aa
a
a
a
a
a
a
a
a
aa
a
a
a
a
DB - 177
Type of Disaster Municipality SUCRE (Horizonte)
Slope ID 10
Date Checked 28/7/2003 Data Inspected 9/7/2003Checked by Fumihiko Yokoo Inspected by Takashi HaraVegetation /Cultivation Primary Forest / Trees / Grass / Others
Residencial / Hotel / Commercial /Hospital / Factory /School / Others
Location Map (1:5,000)
SLOPE INSPECTION SHEET
SHEET 1 / 4
ProposedCountermeasure
General Slope Data
Disaster RecordNo Records
Slope Failure / Landslide
Target ofPreservation
ExistingCountermeasure
Cost Estimation
Quantity Unit Rate Amount
Nothing
Hazard Score 41 Comment: Some deformations are found the toe of the b lock wall and road.Therefore, it is necessary to take notice the structures conditions.
Slope10
DB - 178
Slope ID 10 Date 9/7/2003
Sketch
Remarks
-Deformation are found on the road. -There are bulging lower part of the stone block wall.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-5
P-2
P-1
P-3
P-4
?
Slip plane
?
DB - 179
Slope ID 10 Date 9/7/2003
Photograph
P-1 General View
P-3 Crack on the concrete wall
P-5 Bulging at toe ot the block wall
P-4 Deformation on the sidewark
P-2 Deformation on the road
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
DB - 180
Slope ID 10 Data
Condition of Slope Tick One
Yes 10
No 0
40
30
10
10
10
6
3
3
0
3
2
2
Yes 8No 0Yes 8No 0Yes 8No 0Yes 8No 0
Spring, Natural Waterpath Yes 3
No 0
Surface Drainage Available (Good) 0
Available (Need Repair) 1
Not Available 2
Score 41
Countermeasure Tick One
-20-100
Suraface Condition
Deformation
Deformation of Countermeasure
Bulging at Toe
Depresion of Subsidence
Cracks on Surface, Diagonal tension, Sher Cracking
Others (Volcanic Rock, Igneous Rock)
GeologicalCondition
Anomaly Disturbe Contour Lines Geographical Features like Scarp at Top of Slope Subsidence at Upper Part of Slope Heaving or Swelling at Toe of Slope
GeologicalStructure
Fault, Sheared Zone
Alteration Zone
Schist
Gneiss
Others
Patially
Dip Slope
Oppssite dip Slope
Intrusive structure, Cap rock structure
Topography
Obvious
History of Landslide
Uncertain
9/7/2003
SLOPE INSPECTION SHEET
Sheet 4 / 4
Type of Disaster Steep Slope Failure. / Landslide
2 LANDSLIDE
HazardScore
41
EffectivePartially effectiveNot effective or nothing
a
a
a
a
a
a
a
a
a
a
a
a
DB - 181
Type of Disaster Municipality Libertador (Las Palmas)
Slope ID 11
Date Checked 28/7/2003 Data Inspected 9/7/2003Checked by Fumihiko Yokoo Inspected by Takashi HaraVegetation /Cultivation Primary Forest / Trees / Grass / Others
Residencial / Hotel / Commercial /Hospital / Factory /School / Others
Location Map (1:5,000)
SLOPE INSPECTION SHEET
SHEET 1 / 4
ProposedCountermeasure
General Slope Data
Disaster RecordNo Records
Slope Failure / Landslide
Target ofPreservation
ExistingCountermeasure
Cost Estimation
Quantity Unit Rate Amount
Concrete wall + Ancho work, Shotcrete + Anchor work.
Hazard Score 63Comment: The toe of the slope are put some countermeasures.
Some deformations are found on the countermeasure. This slopeseems to still move.
Slope11
DB - 182
Slope ID 11 Date 9/7/2003
Sketch
Remarks
-Many deformations are found on the road and toe of the slope.-Open cracks are found on the consruction joint of the concrete wall -North part of the slope is put shotcrete wark and Anchor work lately.
SHEET 2/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
P-1P-2 P-4P-3
P-5
P-6
?
?
Slip plane
DB - 183
Slope ID 11 Date 9/7/2003
Photograph
P-2 Existing Countermeasure
P-3 Deformation on the road P-4 Cracks on the road
P-5 Existing Countermeasure at North P-6 Crack on the concrete wall
part of the slope
P-1 General View
SHEET 3/4
SLOPE INSPECTION SHEET
Type of Disaster Slope Failure. / Landslide
DB - 184
Slope ID 11 Data
Condition of Slope Tick One
Yes 10
No 0
40
30
10
10
10
6
3
3
0
3
2
2
Yes 8No 0Yes 8No 0Yes 8No 0Yes 8No 0
Spring, Natural Waterpath Yes 3
No 0
Surface Drainage Available (Good) 0
Available (Need Repair) 2
Not Available 1
Score 73
Countermeasure Tick One
-20-100
Suraface Condition
Deformation
Deformation of Countermeasure
Bulging at Toe
Depresion of Subsidence
Cracks on Surface, Diagonal tension, Sher Cracking
Others (Volcanic Rock, Igneous Rock)
GeologicalCondition
Anomaly Disturbe Contour Lines Geographical Features like Scarp at Top of Slope Subsidence at Upper Part of Slope Heaving or Swelling at Toe of Slope
GeologicalStructure
Fault, Sheared Zone
Alteration Zone
Schist
Gneiss
Others
Patially
Dip Slope
Oppssite dip Slope
Intrusive structure, Cap rock structure
Topography
Obvious
History of Landslide
Uncertain
9/7/2003
SLOPE INSPECTION SHEET
Sheet 4 / 4
Type of Disaster Steep Slope Failure. / Landslide
2 LANDSLIDE
HazardScore
63
EffectivePartially effectiveNot effective or nothing
a
a
a
a
a
a
a
a
aa
a
a
a
Data Book E
Water Level Staff Gauge
DB - 185
Table DB.4.1 List of Waterlevel Staff Gauge Note: Datum is La Canoa Coordinate system
No. Location (Stream) Observation Latitude Longitude Elevation (m)
1 Caurimare Community 1,162,207 741,721 956
2 Galindo Park Guard of Galindo Station 1,162,070 741,077 919
3 Tocome (1) Community 1,161,848 738,309 883
4 Tocome (2) Community 1,160,777 738,272 850
5 Agua de Maiz (1) Community 1,162,452 737,336 904
6 Agua de Maiz (2) Community 1,161,489 737,155 860
7 Sebucan Community 1,163,156 736,756 974
8 Pajarito INPARQUE 1,163,362 736,043 1,012
9 Quintero National Guard 1,162,730 735,011 929
10 Chacaito (1) Community 1,163,126 734,237 967
11 Chacaito (2) Community 1,161,903 733,633 894
12 Gamboa Community 1,163,593 729,762 913
13 Anauco (1) Community 1,164,225 729,555 928
14 Cotiza Metropolitan Police 1,164,395 729,048 943
15 Anauco (2) Community 1,163,329 729,537 894
16 Catuche (1) Community 1,164,360 727,818 1020
17 Catuche (2) Community 1,163,714 728,074 969
18 Agua Salud Community 1,164,178 726,837 1,002
19 Agua Salada Community 1,164,208 726,383 963
20 Caroata Community 1,163,113 726,127 933
DB - 186
Figure DB-4.1 Location of Waterlevel Staff Gauge
DB - 187
No. Stream Name Station
1 Caurimare Urb. Terrazas de El Avila (Calle Nº5. La Urbina).Sucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 741,721 Latitude :1,162,207 Elevation of Gauge Datum :956 above MSL(Coordinates UTM Datum LaCanoa)
Plan Front
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 188
No. Stream Name Station
2 Galindo Cota Mil, Estación de Guarda Parques Galindo, Urb. LaUrbina. en la Estación del I.M.A.S. Sucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 741,077 Latitude :1,162,070 Elevation of Gauge Datum :919 above MSL(Coordinates UTM Datum LaCanoa)
Plan Front
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 189
No. Stream Name Station
3 Tocome (1) 1ra Transversal de Los Castaños con calle El RíoSucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 738,309 Latitude :1,161,848 Elevation of Gauge Datum :883 above MSL (Coordinates UTM Datum LaCanoa)
Front
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 190
No. Stream Name Station
4 Tocome (2) Final calle Del Río, Boleita NorteSucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 738,272 Latitude :1,160,777 Elevation of Gauge Datum : 850 above MSL (Coordinates UTM Datum LaCanoa)
Front
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 191
No. Stream Name Station
5 Agua de Maiz (1) Barrio Agua de Maíz, 10ma Transversal de Los Dos CaminosSucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 737,336 Latitude :1,162,452 Elevation of Gauge Datum :904 above MSL (Coordinates UTM Datum LaCanoa)
Section Front
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 192
No. Stream Name Station
6 Agua de Maiz (2) Av. Rómulo Gallegos detrás del Conj. Res. Los Dos Caminos.Sucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 737,155 Latitude :1,161,489 Elevation of Gauge Datum :860 above MSL (Coordinates UTM Datum LaCanoa)
View Plan
200 m200 m
NN#
##
#
#
#
##
#
#
#
DB - 193
No. Stream Name Station
7 Sebucan Urb. Santa María Norte, final Av. Principal de Santa María yTransversal 11, Urb. Sebucán. Sucre Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 736,756 Latitude :1,163,156 Elevation of Gauge Datum :974 above MSL (Coordinates UTM Datum LaCanoa)
View Plan
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 194
No. Stream Name Station
8 Pajarito Cota Mil, Estación de Guardaparque Pajaritos.Chacao Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 736,043 Latitude :1,163,362 Elevation of Gauge Datum :1,012 above MSL (Coordinates UTM Datum LaCanoa)
Plan Front
200 m200 m
NN#
##
#
#
#
##
#
#
#
DB - 195
No. Stream Name Station
9 Quintero 8va Transversal / con Av. Carlos Frías Y 3era Av. Qta. El CaféChacao Municipality
Photos
Location Map Location of Staff Gauge
Longitude : 735,011 Latitude :1,162,730 Elevation of Gauge Datum :929 above MSL (Coordinates UTM Datum LaCanoa)
Plan
200 m200 m
NN#
##
#
#
#
##
#
#
#
DB - 196
No. Stream Name Station
10 Chacaito (1) Barrio Nuevo, final vereda Nº 3, 5ta Transversal de LaCastellana Chacao Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 734,237 Latitude :1,163,126 Elevation of Gauge Datum :967 above MSL (Coordinates UTM Datum LaCanoa)
Plan Section
200 m200 m
NN ##
#
#
#
#
##
#
#
#
DB - 197
No. Stream Name Station
11 Chacaito (2) Final calle Mohedano, adyacente a las Canchas de Golf,sector Contry Club. Chacao Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 733,633 Latitude :1,161,903 Elevation of Gauge Datum :894 above MSL (Coordinates UTM Datum LaCanoa)
Plan Section
200 m200 m
NN#
##
#
#
#
##
#
#
#
DB - 198
No. Stream Name Station
12 Gamboa Final Callejón Gamboa Barrio Fermín Toro San Bernardino.Libertador Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 729,762 Latitude :1,163,593 Elevation of Gauge Datum :913 above MSL (Coordinates UTM Datum LaCanoa)
Plan Front
200 m200 m
NN #
##
#
#
#
##
#
DB - 199
No. Stream Name Station
13 Anauco (1) Sector Bambú parte alta Parroquia San Bernardino.Libertador Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 729,555 Latitude :1,164,225 Elevation of Gauge Datum :928 above MSL (Coordinates UTM Datum LaCanoa)
Plan
200 m200 m
NN #
##
#
#
#
##
#
DB - 200
No. Stream Name Station
14 Cotiza Policía Metropolitana, Área Canica, Cotiza, Parroquia SanJosé. Libertador Municipality
Photos
Location Map
Location of Staff Gauge
Longitude : 729,048 Latitude :1,164,395 Elevation of Gauge Datum :943 above MSL (Coordinates UTM Datum LaCanoa)
View Plan
200 m200 m
NN #
##
#
#
#
##
#